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D6L. <br />TOP <br />PLATE 0 <br />M <br />BAR DETAIL <br />A SCALE: V2'.1'-®• <br />(2) LAYERS GF 3/4' PLYWIOOD <br />OR (7) LAYERS OF V4' alb <br />FLOOR MATERIAL FSPa FOR <br />SOLID NAILING <br />SlC3! TREADS TO SI NOlR <br />WX3JS 3' SCREWS • EA <br />STRNdHE UNTHREADED SWANK <br />TO EXTEND BEYOND TNIQOISS <br />OF alb-ILOOR 61EATNING <br />— — — <br />I'Irsao SEE <br />FRAMING PLAN <br />/ <br />G <br />1' MAX. / <br />NOSING / <br />10, / <br />42' H V2 <br />h / <br />WALL W/ <br />/ <br />CAP <br />r <br />/ STAIR DATA: <br />15R • T52' <br />/ 14 TREADS • <br />/ 10'• V NoSMG <br />.J <br />m <br />3/4' KICK <br />PLAT= 2 X 4 RE-1040I111CNG <br />/ • E4 2 X 12 STRINGER <br />a Q <br />Liao <br />/ SEGUE IWQd S'-V OG <br />H- <br />/ 3.2.0 SYP STRGOR <br />N <br />REINFORCED WRX4 OFF <br />/ WiCONT. B IAD OF <br />/ "-FLOOR ADHESWE <br />PL-400 OR SRI LAZE • <br />EA HORIZONTAL WIN <br />2X4 ATTACHED W Wd <br />MASONRY` NAILS • 2X4 P.T. <br />EE SLPER INTO SLAB WITHIN V <br />OF EACH END, 32' OG. MAX <br />42' HIGH <br />HALF WALL <br />WV CAP <br />(2) 2W /FADER <br />SEE FRAMING PLAN <br />(3) 2.4 DLOOCING, <br />SEE FRAMING PLAN <br />f3t4'T$G S1D FLOOR <br />CUED N SCREWED <br />PER FASTENER <br />ecleDULE <br />9'-4 3/4' 2ND FIN. FLR <br />8'-V BRG. HST. <br />PIE-ENG'D ILOORNG SYSTEM <br />(SEE FLOOR FRAMING SHEET) <br />(2) US HEADER <br />SEE FRAMING PLAN <br />�� <br />eTaRa RISlIRS To carow'+ To FBCR <br />TIN EDITION (2020) <br />MN TREAD'IO' MAX FI SER.1 3/4' <br />3/*'MAX VARIATION INRISCRS)TIEADS ADJACENT TO EACH <br />PAN. °?ER "'MAX VARIATION INANY <br />RISEIVIIEAD HANDRAIL CIRM&AR <br />CROSS SECTION DIA TO DE 1 1/4' .-V4' <br />OR PROVIDE EWIVAL@NT <br />GRRAaPABILITY WNDM- MN 6' WIDE . <br />NARROW END MN S' WIDTH • Q' FROM <br />NARROW END 34' MN HANDRAIL 112T. <br />-ENiC,LLOSCD ACCE661011.E SPACE u'OER <br />aTAIPIS SHALL 14AV= WALLA, UmER <br />STAIR aUIaAG= AND ANY SOFFITS <br />PROTECTED ON THE ENCLOSED SIDE <br />WITH N' GYPStM BOARDS. POOR 302A <br />STAIR SECTION <br />B SCALE: V2'"I'-0' <br />THE CLEAR SPACE BETWEEN <br />1 1/2' THE HANDRAIL AND THE WALL <br />MIN. SHALL BE NO LESS THAN 1 1/2' <br />HANDRAIL a 36' AS PER FBCR R311.1B2 <br />V 2X4 RE-INFORCING <br />NOTE: <br />HANDRAIL ENDS SHALL BE <br />RETURNED TO THE WALL OR <br />TERMINATE INTO A NEWEL <br />POST. <br />NOTE: <br />I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A <br />DIAMETER OF Ij'3 2' OR A NONCIRCULAR CROSS SECTION WITH A <br />PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND <br />A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES <br />SHALL HAVE A MINIMUM RADIUS OF I/S'. <br />2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF <br />FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY <br />DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE <br />SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM <br />STRESSES- PER SECTION 16018.1 / F.B.G. 2020 <br />HANDRAIL SECTION <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD. FL32750 <br />PH: 407-774807E <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA 0: 0003325 <br />Ilia <br />br <br />6 <br />a <br />� <br />4 <br />1pg <br />A <br />DWI M 4/08/21 <br />NCA=: 1/4"=1'-0" <br />BIKE= <br />A1A <br />